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Page 51
( d ) Area and Height . Area and height of open parking garages shall be limited as set forth in Table No. 7 - A except for increases allowed by Subsection ( e ) . In structures having a spiral or sloping floor , the horizontal ...
( d ) Area and Height . Area and height of open parking garages shall be limited as set forth in Table No. 7 - A except for increases allowed by Subsection ( e ) . In structures having a spiral or sloping floor , the horizontal ...
Page 113
vortex shedding or icing , and buildings over 400 feet in height , shall be , and any structure may be , designed in accordance with approved national standards . ( b ) Basic Wind Speed . The minimum basic wind speed for determining ...
vortex shedding or icing , and buildings over 400 feet in height , shall be , and any structure may be , designed in accordance with approved national standards . ( b ) Basic Wind Speed . The minimum basic wind speed for determining ...
Page 490
Column splices in tier structures 100 feet to 200 feet in height , if the least horizontal dimension is less than 40 ... any other beams and girders on which the bracing of columns is dependent , in structures over 125 feet in height .
Column splices in tier structures 100 feet to 200 feet in height , if the least horizontal dimension is less than 40 ... any other beams and girders on which the bracing of columns is dependent , in structures over 125 feet in height .
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood